SECTION 304 LIME TREATMENT
MATERIAL |
REFERENCE |
PURPOSE |
SAMPLED BY |
MINIMUM FREQUENCY |
MIN. QUANTITY |
CERT. |
REMARKS |
|
TESTED BY |
METHOD |
CONTAINER |
DISTR. |
|||||
| CURING MEMBRANE | ------ |
----- |
------ |
------ |
------ |
---- |
(QPL
41) See Section 301 of this manual. Applies to Type B only. |
|
| LIME (Hydrated and Quicklime) |
304.02 1018.03 Mat. Lab |
Prelim. Source Approval |
Mfr. AASHTO T 127 |
1/month | ------ |
---- |
||
| 304.02 1018.03 Mat. Lab |
Accept. | ------ |
1/shipment | ------ |
1 & 7 |
(QPL 34) | ||
| 304.02 1018.03 Mat. Lab |
Verif. | Proj. Engr. S 102 |
1/300 Mg/ source* |
4 L Friction top can |
1 & 7 |
(QPL
34) *Not required if sampled under another item. |
||
| MIXTURE ON ROADWAY | Density | 304.08 Contractor |
Quality Control |
Contractor TR 401 |
* |
------ |
---- |
*Shall check sufficient to ensure specifications are met. |
| 304.07 Proj. Engr. |
Accept. | Proj. Engr. TR 401 |
1/300 m/ 2-lane rdwy or 1/600 m/ shoulder* |
------ |
---- |
*Minimum of 95% of DOTD TR 418 required for Type B. For Type C & D compact to the satisfaction of the engineer. For Type E refer to Section 203 of this manual. | ||
| 304.07 Dist. Lab |
I A | Dist. Lab TR 401 |
------ |
------ |
---- |
See Independent Assurance
Program S 701. |
||
| Lime Spread Rate | 304.08 Contractor |
Quality Control |
Contractor* TR 436 |
Each transport | ** |
---- |
*The contractor shall determine
the length of spread. **Use an approved sampling device. |
|
| 304.05 Proj. Engr. |
Accept. | Proj. Engr.* TR 436 |
1/300 m/ 2-lane rdwy or 1/600 m/ shoulder |
** |
---- |
*The Proj. Engr. shall verify the
length of spread. **Use an approved sampling device. |
||
| Pulverization | 304.08 Contractor |
Quality Control |
Contractor S 101 |
* |
------ |
---- |
*Shall check sufficient to ensure specifications are met. | |
| 304.06* Proj. Engr. |
Accept. | Proj. Engr. S 101 |
1/300 m/ 2-lane rdwy or 1/600 m/ shoulder |
4 L Friction top can |
---- |
*Applies to Type B & C
only. Type D & E requires adequate pulverization with in-place mixer. |
||
| Thickness & Width | 304.08 Contractor |
Quality Control |
Contractor | * |
------ |
---- |
*Shall be check sufficient to ensure specifications are met. | |
| 304.11 Proj. Engr. |
Verif. | Proj. Engr. TR 602* |
1/half day | ------ |
---- |
*Applies to Type B only, notify Dist. Lab when ready. For Types C & D, Proj. Engr. shall ascertain thickness and width. For Type E refer to Section 203 of this manual. | ||
| 304.11 Dist. Lab |
Accept. | Dist. Lab TR 602* |
1/300 m/ 2-lane rdwy or 1/600 m/ shoulder |
------ |
---- |
*Applies to Type B only.
Proj. Engr. to notify Dist. Lab when section is complete. |
||
| SOIL OR SOIL- AGGREGATE | 304.04 Dist. Lab |
Design | Proj. Engr. S 101 or S 401 |
1/300 m/ 2-lane rdwy or 1/600 m/ shoulder* |
6 full sample sacks | ---- |
*Not required when percent lime is specified in plans or project specifications. For Usable Soils for Type D, refer to Section 203 of this manual. | |
| WATER | 304.02 1018.01 Mat. Lab |
Accept. | Proj. Engr. S 303 |
1/source | 1 L Plastic bottle |
---- |
Drinkable water need not be sampled. | |
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